
20mnsiv 20mnsinbhigh Strength Reinforcing Deformed Steel Bar (rebar 25-40mm) A615 Grade60
Guangzhou Longyuhing Trading Co., Ltd.- Standard:DIN, JIS, AISI, ASTM, GB, BS
- Technics:Hot Rolled
- Application:Structural Steel Bar
- Surface:Coated
- Alloy:Alloy
- Special Use:High-strength Steel Plate, Free Cutting Steel
Base Info
- Model NO.:20MnSiV 20MnSiNb
- Good Quality:Factory Low Price
- Delivery Time:Average 30 Days
- Transport Package:Bundle and Bare or According to Customer Inquire
- Specification:Length: 6-12m, Diameter 6-40mm
- Trademark:Wghongxing
- Origin:Henan, China
- Production Capacity:10000tons,Month
Description
Deformed steel bar
Φ10-40mm
Deformed Steel Bar
B500B,B500C
Φ10-50mm
BS4449-2005
Deformed Steel Bar
(New Zealand Standard)
Deformed Steel Bar
Deformed Steel Bar
Specifications of GB HRB400/500 Deformed Steel Bars
Chemical Composition of GB HRB400/500 deformed steel bars
Mechanical Properties of GB HRB400/500 deformed steel bars
Rel
Rm
A%
Agt%
Specifications of BS4449:1997 Grade460 Deformed steel bar
cross-sectional area
Chemical Composition of BS4449:1997 Grade460 Deformed Steel Bar
NOTE 1. The maximum value for nitrogen does not apply if the chemical composition shows a minimum aluminum content of 0.020 %, or if sufficient other nitrogen binding elements are present.
NOTE 2. Nitrogen content is not normally given on a release certificate.
Mechanical Properties of BS4449:1997 Grade460 Deformed Steel Bars
Re(N/mm2)A
Rm/Re (min.)B
A5%(min.)
AgtC(min)%
A. For routine testing the yield strength shall be considered a minimum value. For determination of the long term quality level, the values given shall be for the characteristic strength.
B. Rm is the tensile strength.
C.The total elongation at maximum force shall be measured and recorded and available for inspection, but values obtained below the minimum values specified shall not be a cause for non-conformity with this British Standard.
D. Ductility classes Grade 460A and Grade 460B are designated ductility classes N and H respectively in DD ENV 1992-1-1 : 1992.
Rib Pattern of BS4449:1997 Grade 460 Deformed Steel Bars
Chemical Composition of BS4449:2005 Grade500 Deformed steel Bars
Mechnical Properties of BS4449:2005 Grade500 Deformed Steel Bars
Re(Mpa)
Rm/Re (min)
Agt(min)%
A. Rm/Re characteristic is 1.02 for sizes below 8 mm.
B. Agt characteristic is 1.0 % for sizes below 8 mm.
Values of Re specified are characteristic with p = 0.95.
Values of Rm/Re and Agt specified are characteristic with p = 0.90.
Calculate the values of Rm and Re using the nominal cross sectional area.
Rib Pattern of BS4449:2005 Grade500
Specifications of ASTM A615 GR40/GR60/GR75
Mechnical Properties of ASTM A615 GR40/GR60/GR75
Packing of Deformed Steel Bars(only for refference)
kg/m
Kg/bundle
Kg/bundle
List of Deformed Steel Bars
Standard: GB 1499.2-2007 BS4449:1997 BS4449:2005 ASTM A615 KS D3504:2011 ASNZS4672-2001 MS·146:2014
Steel Grade: HRB400 HRB500 BS4449 Grade460 Grade500 ASTM A615 GR40 GR60 GR75
Length: 6-12m
Deformed steel bar
Φ10-40mm
Deformed Steel Bar
B500B,B500C
Φ10-50mm
BS4449-2005
Deformed Steel Bar
(New Zealand Standard)
Deformed Steel Bar
Deformed Steel Bar
Specifications of GB HRB400/500 Deformed Steel Bars
Chemical Composition of GB HRB400/500 deformed steel bars
Mechanical Properties of GB HRB400/500 deformed steel bars
Rel
Rm
A%
Agt%
Specifications of BS4449:1997 Grade460 Deformed steel bar
cross-sectional area
Chemical Composition of BS4449:1997 Grade460 Deformed Steel Bar
NOTE 1. The maximum value for nitrogen does not apply if the chemical composition shows a minimum aluminum content of 0.020 %, or if sufficient other nitrogen binding elements are present.
NOTE 2. Nitrogen content is not normally given on a release certificate.
Mechanical Properties of BS4449:1997 Grade460 Deformed Steel Bars
Re(N/mm2)A
Rm/Re (min.)B
A5%(min.)
AgtC(min)%
A. For routine testing the yield strength shall be considered a minimum value. For determination of the long term quality level, the values given shall be for the characteristic strength.
B. Rm is the tensile strength.
C.The total elongation at maximum force shall be measured and recorded and available for inspection, but values obtained below the minimum values specified shall not be a cause for non-conformity with this British Standard.
D. Ductility classes Grade 460A and Grade 460B are designated ductility classes N and H respectively in DD ENV 1992-1-1 : 1992.
Rib Pattern of BS4449:1997 Grade 460 Deformed Steel Bars
Chemical Composition of BS4449:2005 Grade500 Deformed steel Bars
Mechnical Properties of BS4449:2005 Grade500 Deformed Steel Bars
Re(Mpa)
Rm/Re (min)
Agt(min)%
A. Rm/Re characteristic is 1.02 for sizes below 8 mm.
B. Agt characteristic is 1.0 % for sizes below 8 mm.
Values of Re specified are characteristic with p = 0.95.
Values of Rm/Re and Agt specified are characteristic with p = 0.90.
Calculate the values of Rm and Re using the nominal cross sectional area.
Rib Pattern of BS4449:2005 Grade500
Specifications of ASTM A615 GR40/GR60/GR75
Mechnical Properties of ASTM A615 GR40/GR60/GR75
Packing of Deformed Steel Bars(only for refference)
kg/m
Kg/bundle
Kg/bundle
inspection
Third party inspection that is preferred by new customers are proved to be convincing. Through years' of operation, M/S Chengdu Derbo has established stable contact with world famous third party inspection authorities like BV, SGS, INTERTEK, etc, and more than 5000M.Tons of steel plate from Chengdu Derbo have been inspected by them.
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Q:Are you trading or manufacturer?
A:We are manufacture with exporting rights.
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A:The third inspection can be available such as ISO and 9001:2008
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A:Yes,we can.
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